The Quick Input method combines anchor bolt / anchor stud, using anchor reinforcement
/ not using anchor reinforcement design options
in one interface and uses pre-defined anchor bolt pattern for input. It saves user's
time on key in input.

Quick Input method allows users to switch between different anchor bolt patterns
and design options quickly and get the design result immediately in one user interface.
It also allows user to design anchor forces in 2 directions at the same time.

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No of Bolt Along Outermost Bolt Line
This no of bolt will be used as nT1 to calculate the anchor bolt tensile
force caused by moment.

Internal Bolt Line Spacing sb2
sb2 is the internal bolt line spacing.
Ignore this input if it is 2 Bolt Line or
3 Bolt Line case.
This input will be calculated by program from sb2 = s1 - 2
x sb1

Internal Bolt Line Spacing sb1
sb1 is the internal bolt line spacing.
Ignore this input if it is 2 Bolt Line case.

Column Depth d
Column depth d

No of Bolt Carrying Tension nt

This input will be calculated by
the program based on user's
other inputs.

For an anchor bolt group carrying moment, only part of anchor bolts in the group
mobilizes tensile force.